Technical Papers
Jul 27, 2022

Effect of Short-Term Simulated Rain Exposure on the Performance of Cross-Laminated Timber Angle Bracket Connections

Publication: Journal of Architectural Engineering
Volume 28, Issue 4

Abstract

Connections play a vital role in the transfer of lateral forces and energy dissipation in cross-laminated timber (CLT) structural systems. However, moisture exposure (e.g., rain during or after construction) can affect the durability of CLT structural members and their connections due to the hygroscopic nature of wood. Limited knowledge exists on the moisture performance of CLT connections. Therefore, in this study, a CLT shear wall-to-diaphragm angle bracket connection was exposed to simulated rain and relative humidity cycling (wetting) and subsequent redrying followed by mechanical loading cyclic testing. Four wood species (Douglas-fir, southern pine, Norway spruce, and spruce-pine-fir) and three wetting durations were applied to understand the effect of moisture intrusion on the connection performance, which was evaluated in terms of strength, stiffness, and energy dissipation. Two force–displacement backbone models were fitted to the experimental data. The results suggest a statistically significant increase (9%–15% for different species) in the peak strength and no change in the stiffness and energy dissipation capacity after the wetting and redrying cycles. However, additional studies should be conducted to gain further insight into the observed increase in load-carrying capacity. Additionally, the authors caution against considering any strength increase until further studies are conducted.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors would like to extend their deepest gratitude to the USDA NIFA AFRI Foundational Program for providing funding for this project (Grant No. 2018-67021-27718). Some aspects of the work were supplementally funded through a USDA Agricultural Research Service (ARS 58-0204-6-002) grant.

References

Amini, M. O., J. W. van de Lindt, D. Rammer, S. Pei, P. Line, and M. Popovski. 2018. “Systematic experimental investigation to support the development of seismic performance factors for cross laminated timber shear wall systems.” Eng. Struct. 172: 392–404. https://doi.org/10.1016/j.engstruct.2018.06.021.
APA (Engineered Wood Association). 2018. Standard for performance-rated cross-laminated timber. ANSI PRG320. Tacoma, WA: APA.
ASTM International. 2018. Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings. ASTM E2126. West Conshohocken, PA: ASTM.
AWC (American Wood Council). 2018. National design specification (NDS) for wood construction. Leesburg, VA: AWC.
Blomgren, H. E., S. Pei, Z. Jin, J. Powers, J. D. Dolan, J. W. van de Lindt, A. R. Barbosa, and D. Huang. 2019. “Full-scale shake table testing of cross-laminated timber rocking shear walls with replaceable components.” J. Struct. Eng. 145 (10): 04019115. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002388.
Bora, S. S., A. Sinha, and A. R. Barbosa. 2021. “Effect of wetting and re-drying on performance of cross-laminated timber angle bracket connection.” J. Struct. Eng. 147 (9): 04021121. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003074.
Boyd, L. L. 1948. “The effect of moisture content of wood on withdrawal resistance of roofing nails.” M.Sc. dissertation. Iowa State Univ. https://lib.dr.iastate.edu/rtd/14507
Brandner, R., G. Flatscher, A. Ringhofer, G. Schickhofer, and A. Thiel. 2016. “Cross laminated timber (CLT): Overview and development.” Eur. J. Wood Wood Prod. 74 (3): 331–351. https://doi.org/10.1007/s00107-015-0999-5.
Cappellazzi, J., M. J. Konkler, A. Sinha, and J. J. Morrell. 2020. “Potential for decay in mass timber elements: A review of the risks and identifying possible solutions.” Wood Mater. Sci. Eng. 15 (6): 351–360. https://doi.org/10.1080/17480272.2020.1720804.
Ceccotti, A., C. Sandhaas, M. Okabe, M. Yasumura, C. Minowa, and N. Kawai. 2013. “SOFIE project–3D shaking table test on a seven-storey full-scale cross-laminated timber building.” Earthquake Eng. Struct. Dyn. 42 (13): 2003–2021. https://doi.org/10.1002/eqe.2309.
Folz, B., and A. Filiatrault. 2001. “Cyclic analysis of wood shear walls.” J. Struct. Eng. 127 (4): 433–441. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:4(433).
Ganey, R., J. Berman, T. Akbas, S. Loftus, J. Daniel Dolan, R. Sause, J. Ricles, S. Pei, J. W. van de Lindt, and H. E. Blomgren. 2017. “Experimental investigation of self-centering cross-laminated timber walls.” J. Struct. Eng. 143 (10): 04017135. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001877.
Gavric, I., Fragiacomo, M., and Ceccotti, A. 2015. “Cyclic behaviour of typical metal connectors for cross-laminated (CLT) structures.” Mater. Struct. 48 (6): 1841–1857. https://doi.org/10.1617/s11527-014-0278-7.
Gereke, T., P. J. Gustafsson, K. Persson, and P. Niemz. 2009. “Experimental and numerical determination of the hygroscopic warping of cross-laminated solid wood panels.” Holzforschung 63 (3): 340–347. https://doi.org/10.1515/HF.2009.061.
Gerhards, C. C. 2007. “Effect of moisture content and temperature on the mechanical properties of wood: An analysis of immediate effects.” Wood Fiber Sci. 14 (1): 4–36.
Gülzow, A., K. Richter, and R. Steiger. 2011. “Influence of wood moisture content on bending and shear stiffness of cross laminated timber panels.” Eur. J. Wood Wood Prod. 69 (2): 193–197. https://doi.org/10.1007/s00107-010-0416-z.
Hoadley, R. B. 1990. Identifying wood: Accurate results with simple tools. Newtown, CT: Taunton Press.
King, D. T., A. Sinha, and J. J. Morrell. 2015. “Effect of wetting on performance of small-scale shear walls.” Wood Fiber Sci. 47 (1): 74–83.
Krawinkler, H., F. Parisi, L. Ibarra, A. Ayoub, and R. Medina. 2000. Development of a testing protocol for wood frame structures. CUREE Publ. No. W-02. Richmond, CA: Consortium of Universities for Research in Earthquake Engineering.
Lstiburek, J. W. 2001. “Hygrothermal climate regions, interior climate classes, and durability.” In Proc., 8th Conf. on Building Science and Technology, 319–329. Toronto: Ontario Building Envelope Council.
Mahdavifar, V., A. R. Barbosa, A. Sinha, L. Muszynski, R. Gupta, and S. E. Pryor. 2019. “Hysteretic response of metal connections on hybrid cross-laminated timber panels.” J. Struct. Eng. 145 (1): 04018237. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002222.
Mahr, K., A. Sinha, and A. R. Barbosa. 2020a. “Elevated temperature effects on performance of a cross-laminated timber floor-to-wall bracket connections.” J. Struct. Eng. 146 (9): 04020173. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002737.
Mahr, K., A. Sinha, and A. R. Barbosa. 2020b. “Experimental investigation and modeling of thermal effects on a typical cross-laminated timber bracket shear connection.” J. Mater. Civ. Eng. 32 (6): 04020111. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003122.
McClung, R., H. Ge, J. Straube, and J. Wang. 2014. “Hygrothermal performance of cross-laminated timber wall assemblies with built-in moisture: Field measurements and simulations.” Build. Environ. 71: 95–110. https://doi.org/10.1016/j.buildenv.2013.09.008.
Mohammad, M., B. Douglas, D. Rammer, and S. E. Pryor. 2013. “Connections in cross-laminated timber buildings.” In CLT handbook: Cross-laminated timber, edited by E. Karacabeyli and B. Douglas. Ashville, NC: Southern Research Station.
Morrell, J. J. 2002. “Wood-based building components: What have we learned?” Int. Biodeterior. Biodegrad. 49 (4): 253–258. https://doi.org/10.1016/S0964-8305(02)00052-5.
Mugabo, I. 2019. “Multi-scale dynamic monitoring and behavior of cross-laminated timber elements and systems.” Ph.D. thesis, Dept. of Wood Science and Engineering, Oregon State Univ.
Mugabo, I., A. R. Barbosa, A. R. Sinha, C. Higgins, M. Riggio, S. Pei, J. W. van de Lindt, and J. W. Berman. 2021. “System identification of UCSD-NHERI shake-table test of two-story structure with cross-laminated timber rocking walls.” J. Struct. Eng. 147 (4): 04021018. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002938.
Nairn, J.A. 2019. “Predicting layer cracks in cross-laminated timber with evaluations of strategies for suppressing them.” Eur. J. Wood Wood Prod. 77 (3): 405–419. https://doi.org/10.1007/s00107-019-01399-7.
Ott, S., A. Tietze, and S. Winter. 2015. “Wind driven rain and moisture safety of tall timber houses–evaluation of simulation methods.” Wood Mater. Sci. Eng. 10 (3): 300–311. https://doi.org/10.1080/17480272.2015.1068371.
Pei, S., J. W. van de Lindt, A. R. Barbosa, J. Berman, E. McDonnell, J. D. Dolan, H. Blomgren, E. Zimmerman, D. Huang, and S. Wichman. 2019. “Experimental seismic response of a resilient 2-story mass-timber building with post-tensioned rocking walls.” J. Struct. Eng. 145 (11): 04019120. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002382.
Pei, S., J. W. Van De Lindt, M. Popovski, J. W. Berman, J. D. Dolan, J. Ricles, R. Sause, H. Blomgren, and D. R. Rammer. 2016. “Cross-laminated timber for seismic regions: Progress and challenges for research and implementation.” J. Struct. Eng. 142 (4): E2514001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001192.
Robbins, C., and J. J. Morrell. 2017. Mold, housing and wood. Portland, OR: Western Wood Products Association.
Sandberg, K., and J. G. Salin. 2012. “Liquid water absorption in dried Norway spruce timber measured with CT scanning and viewed as a percolation process.” Wood Sci. Technol. 46 (1–3): 207–219. https://doi.org/10.1007/s00226-010-0371-1.
Schmidt, E., M. Riggio, A. R. Barbosa, and I. Mugabo. 2019. “Environmental response of a CLT floor panel: Lessons for moisture management and monitoring of mass timber buildings.” Build. Environ. 148 (1): 609–622. https://doi.org/10.1016/j.buildenv.2018.11.038.
Shen, Y. L., J. Schneider, S. Tesfamariam, S. F. Stiemer, and Z. G. Mu. 2013. “Hysteresis behavior of bracket connection in cross-laminated-timber shear walls.” Constr. Build. Mater. 48: 980–991. https://doi.org/10.1016/j.conbuildmat.2013.07.050.
Silva, C., J. M. Branco, A. Ringhofer, P. B. Lourenço, and G. Schickhofer. 2016. “The influences of moisture content variation, number and width of gaps on the withdrawal resistance of self tapping screws inserted in cross laminated timber.” Constr. Build. Mater. 125: 1205–1215. https://doi.org/10.1016/j.conbuildmat.2016.09.008.
Sinha, A., K. E. Udele, J. Cappellazzi, and J. J. Morrell. 2020. “A method to characterize biological degradation of mass timber connections.” Wood Fiber Sci. 52 (4): 419–430. https://doi.org/10.22382/wfs-2020-040.
TRADA (Timber Research and Development Association). 2019. Cross-laminated timber: Design and performance. Wycombe: TRADA.
van de Lindt, J. W., J. Furley, M. O. Amini, S. Pei, G. Tamagnone, A. R. Barbosa, D. Rammer, P. Line, M. Fragiacomo, and M. Popovski. 2019. “Experimental seismic behavior of a two-story CLT platform building.” Eng. Struct. 183 (15): 408–422. https://doi.org/10.1016/j.engstruct.2018.12.079.
Wang, J. Y., R. Stirling, P. I. Morris, A. Taylor, J. Lloyd, G. Kirker, S. Lebow, M. Mankowski, H. M. Barnes, and J. J. Morrell. 2018. “Durability of mass timber structures: A review of the biological risks.” Wood Fiber Sci. 50 (special issue): 110–127. https://doi.org/10.22382/wfs-2018-045.
Wen, J., Z. Li, Z. Li, and L. Liu. 2018. “Simple analysis on failure of high strength bolts in Chongqing Chaotianmen Bridge.” IOP Conf. Ser. Mater. Sci. Eng. 439: 042060.
White, R. H. 2007. “Effect of lignin content and extractives on the higher heating value of wood.” Wood Fiber Sci. 19 (4): 446–452.
Zabel, R. A., and J. J. Morrell. 2012. Wood microbiology: Decay and its prevention. San Diego: Academic Press.

Information & Authors

Information

Published In

Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 28Issue 4December 2022

History

Received: Apr 28, 2021
Accepted: May 25, 2022
Published online: Jul 27, 2022
Published in print: Dec 1, 2022
Discussion open until: Dec 27, 2022

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Formerly, Dept. of Wood Science and Engineering, Oregon State Univ., 246 Richardson Hall, Corvallis, OR 97331. ORCID: https://orcid.org/0000-0001-7354-519X. Email: [email protected]
Professor, Dept. of Wood Science and Engineering, Oregon State Univ., 119 Richardson Hall, Corvallis, OR 97331 (corresponding author). ORCID: https://orcid.org/0000-0003-3718-5910. Email: [email protected]
Andre R. Barbosa, A.M.ASCE [email protected]
Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share